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HomeMy WebLinkAboutOrdinance 27613-04-2025ORDINANCE NO.27613-04-2025 AN ORDINANCE DECLARING CERTAIN FINDINGS; PROVIDING FOR THE EXTENSION OF CERTAIN BOUNDARY LIMITS OF THE CITY OF FORT WORTH; PROVIDING FOR FULL -PURPOSE ANNEXATION OF A CERTAIN 138.8 ACRES, MORE OR LESS, OUT OF LAND SITUATED IN THE HOUSTON TAP & BRAZORIA RAILROAD COMPANY SURVEY, ABSTRACT NO. 654, THE I & G.N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 1995, THE I & G.N. RAILROAD COMPANY SURVEY, ABSTRACT NO.1996 AND THE HEIRS OF C.H. HIGBEE SURVEY, ABSTRACT NO. 2740 AND BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED BY SPECIAL WARRANTY DEED TO WALSH RANCHES LIMITED PARTNERSHIP, RECORDED IN VOLUME 1699, PAGE 1765 OF THE DEED RECORDS OF PARKER COUNTY, TEXAS (D.R.P.C.T.) AND VOLUME 12624, PAGE 92 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS (D.R.T.C.T.) (CASE NO. AX-24-001) WHICH SAID TERRITORY LIES ADJACENT TO AND ADJOINS THE PRESENT CORPORATE BOUNDARY LIMITS OF FORT WORTH, TEXAS; PROVIDING THAT THIS ORDINANCE SHALL AMEND EVERY PRIOR ORDINANCE IN CONFLICT HEREWITH; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL PRIOR ORDINANCES NOT IN DIRECT CONFLICT; PROVIDING FOR SEVERABILITY; AND NAMING AN EFFECTIVE DATE. WHEREAS, the City of Fort Worth has received a petition in writing from owner, Quail Valley DEVCO, VIA, LLC and Quail Valley DEVCO VIB, LLC, requesting the full -purpose annexation of 138.8 acres of land as described in Section 1, below (the "Property"); and WHEREAS, the hereinafter described Property is in the City's exclusive extraterritorial jurisdiction and is adjacent to and adjoins the City; and WHEREAS, Subchapter C-3 of the LGC permits the City to annex an area if each owner of land in an area requests the annexation; and WHEREAS, in accordance with Subchapter C-3 of Chapter 43 of the Texas Local Government Code, the City section 43.0672 of the Texas Local Government Code, Quail Valley DEVCO, VIA, LLC and Quail Valley DEVCO VIB, LLC and the City negotiated and entered into a written agreement, City Secretary Contract No. 63195, for the provisions of municipal services in the area; and WHEREAS, the City conducted one public hearing at which members of the public who wished to present testimony or evidence regarding the Municipal Service Agreement and Full -Purpose Annexation were given the opportunity to do so, in accordance with the procedural requirements of Section 43.0673 of the Local Government Code on. April 8, 2025, at 6:00 p.m., at the City Council Chamber, and square footage in the descriptions WHEREAS, the City Council finds and determines that annexation of the Property hereinafter described is in the best interest of the citizens of the City of Fort Worth and the owners and residents of the area. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS: SECTION 1. That all portions of the Property, comprising approximately 138.8 acres of land, are hereby annexed to the City of Fort Worth as a part of the city for all municipal purposes, and the city limits are extended to include such Property attached to and incorporated in this ordinance for all purposes: BEING a 138.8 acre tract of land situated in the Houston Tap & Brazoria Railroad Company Survey, Abstract No. 654, the I & G.N. Railroad Company Survey, Abstract No. 1995, the I & G.N. Railroad Company Survey, Abstract No. 1996 and the Heirs of C.H. Higbee Survey, Abstract No. 2740 and being a portion of that certain tract of land described by Special Warranty Deed to Walsh Ranches Limited Partnership, recorded in Volume 1699, Page 1765 of the Deed Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows: COMMENCING at a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the most southeasterly corner of Lot 5-X, Block 74 of the Final Plat of Walsh Ranch - Quail Valley Residential, an addition to the City of Fort Worth as recorded in Cabinet F, Slide 455 of the Plat Records, Parker County, Texas (P.R.P.C.T.); THENCE, along the southerly line of said Lot 5-X the following: South 60 degrees 24 minutes 04 seconds West a distance of 213.44 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 29 degrees 35 minutes 56 seconds East a distance of 86.41 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 86 degrees 15 minutes 18 seconds West a distance of 97.49 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 64 degrees 00 minutes 23 seconds West a distance of 121.75 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING; Annexation AX-24-001 Ordinance No. 27613-04-2025 THENCE, over and across said Walsh Ranches Limited Partnership tract the following: South 14 degrees 02 minutes 32 seconds East a distance of 331.31 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 10 degrees 03 minutes 12 seconds, a radius of 2,090.00 feet, and subtended by a 366.25 foot chord which bears North 86 degrees 26 minutes 04 seconds East; AIong said curve to the right an are distance of 366.72 feet to a point for corner; South 01 degrees 27 minutes 41 seconds West a distance of 288.59 feet to a point for corner; South 17 degrees 12 minutes 10 seconds East a distance of 168.09 feet to at the beginning of a non -tangent curve to the left having a central angle of 04 degrees 41 minutes 33 seconds, a radius of 890.00 feet, and subtended by a 72.87 foot chord which bears South 70 degrees 27 minutes 03 seconds West; Along said curve to the left an arc distance of 72.89 feet to a point for corner; South 21 degrees 53 minutes 43 seconds East a distance of 60.00 feet to a point for corner at the beginning of a non -tangent curve to the Ieft having a central angle of 07 degrees 13 minutes 11 seconds, a radius of 1,815.00 feet, and subtended by a 228.55 foot chord which bears South 33 degrees 57 minutes 02 seconds East; AIong said curve to the left an are distance of 228.70 feet to a point for corner; North 50 degrees 09 minutes 24 seconds East a distance of 47.12 feet to a point for corner; South 39 degrees 20 minutes 07 seconds East a distance of 204.95 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 39 minutes 53 seconds, a radius of 2,520.00 feet, and subtended by a 29.24 foot chord which bears South 50 degrees 19 minutes 57 seconds West; Along said curve to the left an are distance of 29.24 feet to a point for corner at the beginning of a compound curve to the left having a central angle of 21 degrees 15 minutes 53 seconds, a radius of 520.00 feet, and subtended by a 191.89 foot chord which bears South 39 degrees 22 minutes 03 seconds West; Along said curve to the Ieft an arc distance of 192.99 feet to a point for corner; South 16 degrees 17 minutes 44 seconds East a distance of 21.51 feet to a point for corner; Annexation—AX-24-001 Ordinance No. 27613-04-2025 South 60 degrees 30 minutes 00 seconds East a distance of 14.82 feet to a point for corner; South 29 degrees 30 minutes 00 seconds West a distance of 52.00 feet to a point for corner; North 60 degrees 30 minutes 00 seconds West a distance of 10.00 feet to a point for corner; South 69 degrees 59 minutes 59 seconds West a distance of 19.48 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 20 degrees 25 minutes 23 seconds, a radius of 520.00 feet, and subtended by a 184.37 foot chord which bears South 09 degrees 27 minutes 41 seconds West; Along said curve to the left an are distance of 185.35 feet to a point for corner; South 00 degrees 45 minutes 00 seconds East a distance of 108.84 feet to a point for corner; South 46 degrees 15 minutes 00 seconds East a distance of 21.03 feet to a point for corner; North 88 degrees 15 minutes 00 seconds East a distance of 10.00 feet to a point for corner; South 01 degrees 45 minutes 00 seconds East a distance of 52.00 feet to a point for corner; South 88 degrees 15 minutes 00 seconds West a distance of 11.03 feet to a point for corner; South 44 degrees 23 minutes 58 seconds West a distance of 21.63 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of i 1 degrees 02 minutes 01 seconds, a .radius of 1,030.00 feet, and subtended by a 198.04 foot chord which bears South 06 degrees 28 minutes 59 seconds West; Along said curve to the right an arc distance of 198.35 feet to a point for corner; South 12 degrees 00 minutes 00 seconds West a distance of 51.28 feet to a point for corner; South 35 degrees 30 minutes 00 seconds East a distance of 20.27 feet to a point for corner; South 83 degrees 00 minutes 00 seconds East a distance of 10.00 feet to a point for corner; Annexation—AX-24-001 Ordinance No. 27613-04-2025 South 07 degrees 00 minutes 00 seconds West a distance of 52.00 feet to a point for corner; North 83 degrees 00 minutes 00 seconds West a distance of 14.55 feet to a point for corner; South 54 degrees 30 minutes 00 seconds West a distance of 22.12 feet to a point for corner; South 12 degrees 00 minutes 00 seconds West a distance of 89.77 feet to a point for corner at the beginning of a curve to the left having a central angle of 14 degrees 20 minutes 35 seconds, a radius of 495.00 feet, and subtended by a 123.59 foot chord which bears South 04 degrees 49 minutes 43 seconds West; Along said curve to the left an arc distance of 123.91 feet to a point for corner; South 47 degrees 36 minutes 20 seconds East a distance of 21.44 feet to a point for corner; North 88 degrees 00 minutes 00 seconds East a distance of 14.64 feet to a point for corner; South 02 degrees 00 minutes 00 seconds East a distance of 52.00 feet to a point for corner; South 88 degrees 00 minutes 00 seconds West a distance of 10.00 feet to a point for corner; South 38 degrees 30 minutes 12 seconds West a distance of 19.48 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 08 minutes 19 seconds, a radius of 495.00 feet, and subtended by a 1.20 foot chord which bears South 11 degrees 55 minutes 50 seconds East; Along said curve to the Ieft an are distance of 1.20 feet to a point for corner; South 12 degrees 00 minutes 00 seconds East a distance of 101.04 feet to a point for corner at the beginning of a curve to the right having a central angle of 08 degrees 11 minutes 16 seconds, a radius of 830.00 feet, and subtended by a 118.51 foot chord which bears South 07 degrees 54 minutes 22 seconds East; Along said curve to the right an are distance of 118.61 feet to a point for corner; South 49 degrees 20 minutes 13 seconds East a distance of 20.82 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of Annexation—AX-24-001 Ordinance No. 27613-04-2025 00 degrees 14 minutes 45 seconds, a radius of 2,331.00 feet, and subtended by a 10.00 foot chord which bears North 84 degrees 18 minutes 49 seconds East; Along said curve to the left an are distance of 10.00 feet to a point for corner; South 05 degrees 48 minutes 34 seconds East a distance of 52.00 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 00 degrees 20 minutes 46 seconds, a radius of 2,383.00 feet, and subtended by a 14.39 foot chord which bears South 84 degrees 21 minutes 49 seconds West; Along said curve to the right an are distance of 14.39 feet to a point for corner; South 43 degrees 01 minutes 44 seconds West a distance of 22.40 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 02 degrees 08 minutes 29 seconds, a radius of 830.00 feet, and subtended by a 31.02 foot chord which bears South 02 degrees 55 minutes 45 seconds West; Along said curve to the right an arc distance of 31.02 feet to a point for corner; South 04 degrees 00 minutes 00 seconds West a distance of 128.59 feet to a point for corner at the beginning of a curve to the left having a central angle of 03 degrees 49 minutes 26 seconds, a radius of 970.00 feet, and subtended by a 64.73 foot chord which bears South 02 degrees 05 minutes 17 seconds West; Along said curve to the left an are distance of 64.74 feet to a point for corner; South 47 degrees 22 minutes 40 seconds East a distance of 20.42 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 13 minutes 03 seconds, a radius of 2,635.00 feet, and subtended by a 10.00 foot chord which bears North 85 degrees 14 minutes 22 seconds East; Along said curve to the left an are distance of 10.00 feet to a point for corner; South 04 degrees 52 minutes 10 seconds East a distance of 52.00 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 00 degrees 15 minutes 51 seconds, a radius of 2,687.00 feet, and subtended by a 12.38 foot chord which bears South 85 degrees 15 minutes 46 seconds West; Along said curve to the right an arc distance of 12.38 feet to a point for corner; South 40 degrees 57 minutes 16 seconds West a distance of 21.36 feet to a point for corner; South 03 degrees 38 minutes 45 seconds East a distance of 233.01 feet to a point for corner; Annexation—AX-24-001 Ordinance No. 27613-04-2025 South 48 degrees 59 minutes 10 seconds East a distance of 14.06 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 11 minutes 40 seconds, a radius of 2,945.00 feet, and subtended by a 10.00 foot chord which bears North 85 degrees 28 minutes 44 seconds East; Along said curve to the left an arc distance of 10.00 feet to a point for corner; South 04 degrees 37 minutes 07 seconds East a distance of 110.00 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 02 degrees 37 minutes 07 seconds, a radius of 3,055.00 feet, and subtended by a 139.61 foot chord which bears South 86 degrees 41 minutes 27 seconds West; Along said curve to the right an arc distance of 139.62 feet to a point for corner; South 88 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 24 degrees 45 minutes 00 seconds, a radius of 3,555.00 feet, and subtended by a 1,523.74 foot chord which bears North 79 degrees 37 minutes 30 seconds West; Along said curve to the right an are distance of 1,535.65 feet to a point for corner; North 67 degrees 15 minutes 00 seconds West a distance of 230.00 feet to a point for corner at the beginning of a curve to the left having a central angle of 01 degrees 08 minutes 43 seconds, a radius of 4,345.00 feet, and subtended by a 86.86 foot chord which bears North 67 degrees 49 minutes 22 seconds West; Along said curve to the Ieft an are distance of 86.86 feet to a point for corner; North 21 degrees 36 minutes 17 seconds East a distance of 110.00 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 06 minutes 05 seconds, a radius of 4,455.00 feet, and subtended by a T89 foot chord which bears North 68 degrees 26 minutes 46 seconds West; Along said curve to the Ieft an arc distance of 7.89 feet to a point for corner; North 24 degrees 01 minutes 38 seconds West a distance of 14.26 feet to a point for corner; North 20 degrees 30 minutes 00 seconds East a distance of 85.36 feet to a point for corner at the beginning of a curve to the left having a central angle of 02 degrees 24 minutes 49 seconds, a radius of 491.00 feet, and subtended by a 20.68 foot chord which bears North 19 degrees 17 minutes 35 seconds East; Along said curve to the left an are distance of 20.68 feet to a point for corner; Annexation—AX-24-001 Ordinance No. 27613-04-2025 North 64 degrees 27 minutes 07 seconds East a distance of 13.65 feet to a point for corner; North 15 degrees 58 minutes 58 seconds East a distance of 16.07 feet to a point for corner; North 27 degrees 04 minutes 43 seconds West a distance of 14.97 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 09 degrees 40 minutes 54 seconds, a radius of 491.00 feet, and subtended by a 82.87 foot chord which bears North 09 degrees 02 minutes 10 seconds East. - Along said curve to the left an arc distance of 82.97 feet to a point for corner at the beginning of a reverse curve to the right having a central angle of 01 degrees 27 minutes 51 seconds, a radius of 429.00 feet, and subtended by a 10.96 foot chord which bears North 04 degrees 55 minutes 39 seconds East; Along said curve to the right an arc distance of 10.96 feet to a point for corner; North 58 degrees 52 minutes 48 seconds East a distance of 18.38 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 00 degrees 01 minutes 20 seconds, a radius of 4,713.00 feet, and subtended by a 1.84 foot chord which bears South 68 degrees 47 minutes 57 seconds East; Along said curve to the right an are distance of 1.84 feet to a point for corner; North 21 degrees 12 minutes 43 seconds East a distance of 52.00 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 07 minutes 57 seconds, a radius of 4,765.00 feet, and subtended by a 11.02 foot chord which bears North 68 degrees 51 minutes 16 seconds West; Along said curve to the left an are distance of 11.02 feet to a point for corner; North 26 degrees 38 minutes 50 seconds West a distance of 22.17 feet to a point for corner; North 69 degrees 30 minutes 00 seconds West a distance of 63.87 feet to a point for corner; South 67 degrees 38 minutes 50 seconds West a distance of 22.17 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 01 degrees 14 minutes 55 seconds, a radius of 4,765.00 feet, and subtended by a 103.84 foot chord which bears North 70 degrees 42 minutes 13 seconds West; Along said curve to the left an arc distance of 103.84 feet to a point for corner; Annexation—AX-24-001 Ordinance No. 27613-04-2025 North 20 degrees 30 minutes 00 seconds East a distance of 192.50 feet to a point for corner; North 07 degrees 33 minutes 35 seconds East a distance of 48.77 feet to a point for corner; North 09 degrees 53 minutes 20 seconds East a distance of 122.78 feet to a point for corner; North 01 degrees 35 minutes 32 seconds East a distance of 47.57 feet to a point for corner; North 06 degrees 42 minutes 16 seconds West a distance of 122.78 feet to a point for corner "; North 07 degrees 11 minutes 34 seconds West a distance of 61.35 feet to a point for corner; North 19 degrees 25 minutes 15 seconds West a distance of 59.65 feet to a point for corner; North 19 degrees 30 minutes 00 seconds West a distance of 210.00 feet to a point for corner; North 22 degrees 12 minutes 36 seconds West a distance of 74.19 feet to a point for corner the beginning of a non -tangent curve to the right having a central angle of 02 degrees 42 minutes 36 seconds, a radius of 1,174.00 feet, and subtended by a 55.52 foot chord which bears North 69 degrees 08 minutes 42 seconds East; Along said curve to the right an arc distance of 55.53 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars' ; North 70 degrees 30 minutes 00 seconds East a distance of 54.00 feet to a point for corner; South 64 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for corner; North 70 degrees 30 minutes 00 seconds East a distance of 62.00 feet to a point for corner; North 25 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for corner; North 19 degrees 30 minutes 00 seconds West a distance of 52.00 feet to a point for corner; Annexation AX-24-001 Ordinance No. 27613-04-2025 North 64 degrees 30 minutes 00 seconds West a distance of 21.21 feet to a point for corner; North 19 degrees 30 minutes 00 seconds West a distance of 49.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 09 degrees 30 minutes 00 seconds, a radius of 969.00 feet, and subtended by a 160.48 foot chord which bears North 14 degrees 45 minutes 00 seconds West; Along said curve to the right an are distance of 160.67 feet to a point for corner; North 10 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 10 degrees 00 minutes 00 seconds, a radius of 859.00 feet, and subtended by a 149.73 foot chord which bears North 05 degrees 00 minutes 00 seconds West; Along said curve to the right an are distance of 149.92 feet to a point for corner; North a distance of 408.39 feet to a point for corner at the beginning of a curve to the left having a central angle of 08 degrees 47 minutes 31 seconds, a radius of 231.00 feet, and subtended by a 35.41 foot chord which bears North 04 degrees 23 minutes 45 seconds West; Along said curve to the right -left an arc distance of 35.45 feet to a point for corner on the southerly line of the aforementioned Lot 5-X; THENCE, along the southerly line of said Lot 5-X the following: North 86 degrees 01 minutes 03 seconds East a distance of 509.34 feet to a point for corner; North 37 degrees 51 minutes 46 seconds East a distance of 546.41 feet to a point for corner; North 74 degrees 35 minutes 27 seconds East a distance of 615.28 feet to a point for corner; South 67 degrees 17 minutes 53 seconds East a distance of 117.08 feet to a point for corner; South 14 degrees 02 minutes 32 seconds East a distance of 31.12 feet to the POINT OF BEGINNING, and containing 6,044,461 Square feet or 138.8 acres of land, more or less. Annexation--AX-24-001 Ordinance No. 27613-04-2025 Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum 1983 (2011). All distances are surface values and can be converted to grid values by dividing by the combined scale factor of 1.00015539999. SECTION 2. The above, described territory is shown on Map Exhibit A attached hereto and expressly incorporated herein by reference for the purpose of depicting the location of the hereinabove described territory. SECTION 3. That the above described territory hereby annexed shall be part of the City of Fort Worth, Texas, and the property so added hereby shall bear its pro rata part of the taxes levied by the City of Fort Worth, Texas, and the inhabitants thereof shall be entitled to all of the rights and privileges of all the citizens in accordance with the Municipal Services Agreement and shall be bound by the acts, ordinances, resolutions and regulations of the City of Fort Worth, Texas. SECTION 4. That the Municipal Services Agreement attached hereto as Exhibit `B" is approved and incorporated into this ordinance for all purposes. SECTION 6. CUMULATIVE CLAUSE This ordinance amends every prior ordinance in conflict herewith, but as to all other ordinances or sections of ordinances not in direct conflict, this ordinance shall be, and the same is hereby made cumulative. SECTION 7. SEVERABILITY CLAUSE It is hereby declared to be 'the intent of the City Council that the sections, paragraphs, sentences, clauses and phrases of this ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any unconstitutional phrase, clause, sentence, paragraph or section. Annexation AX-24-001 Ordinance No. 27613-04-2025 SECTION 8. SAVINGS CLAUSE The City Council hereby declares it to be its purpose to annex to the City of Fort Worth every part of the area described in Section 1 of this ordinance, regardless of whether any part of such described area is hereby not effectively annexed to the City. Should this ordinance for any reason be ineffective as to any part or parts of the area hereby annexed to the City of Fort Worth for full purposes, the ineffectiveness of this ordinance as to any such part or parts shall not affect the effectiveness of this ordinance as to the remainder of such area. SECTION 9. EFFECTIVE DATE This ordinance shall be in full force and effect upon adoption. APPROVED AS TO FORM AND LEGALITY: c Melinda Ramos Deputy City Attorney ADOPTED AND EFFECTIVE: April 22, 2025 101.0-2 "0111111�ijl a' - tz, S. Goodall Secretary �-6�t *0RT n�) ' , `4a�pa000000 0 .wy 0, °c ~a o 00 �Vo 40Zv o °ye 0�� T cr aaa t00 00 000 ACT R5o�4 Annexation—AX-24-001 Ordinance No. 27613-04-2025 BMECZWN2410:35AM HIMMAR30306156-WR- PA6 TO SNI0CAD06611r610.1ALIMCADSHEETS`BRELN,ANARY PLA74R30306156 CA*EX BOMAR'r PIB.OIMG lFp rxR[ { V 1yuF 7f '� wx v!KEE _ 32 - 46 27 74 _ WI r. 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YEr xI.`>rYC Vffi L1F Ls ale'tle1F'h telP lY i73 lb EY'19,rp tRM ,.v MY 1eM'n a0r ll4 Ue e�TYFFS wE1 NF Mx'A�9Ph 3'3•' L1� lY F•Yaa! aLLr tE1 R•ex[e.�' YJr .A FSe'x1M1 I1R VI '.'� lA fOP,xr• p4 cT ,RIIlIE ITT as LN - rdwerw 'a ■n �+me •.IF N L6, 9 cs l2 N>'A'aS 1lN La er-rY` sFur lSt es _v— WBBF xSa s s L. am LA Cal VI eY'a!'M naF JS 1P-/Vr -•2 tY IA'SFY[ a]V A a'd r n`r C13 C25 L47 .4 47a 73S CIS ['2 For HIBO-ZcAam. Inc. L Cif LL CIS 7' MRchell S. Plllar LEGEND 116 RegistemdProfessionalLandSurveyor ? . ? < •fp '�s-6a'66aLIl0oroLna•xm�w+s!�c ci: Texas RegistralnnNo. 5491 T ........................... AAMTC:HELLSH�iI,Ai.�N•�•., A6L: .. V CJ1PaT!/IE9'IRFTr-7CL1N45" Lao ,r , Hu4[-Zallars,Inc. ••ti••••••• ........ ` TSPELS Firm RegWmtiorl No.10025600 .a, Sd ti BASIS OF BEARING, 5430 LBJ F ree7+652;e uile 15t10 9�v �FESs10 . N �„�u� "r CITY OF FORT WORTH ANNEXATION 6 " -"�re„�s�Pnp� �e d'S U k� 138.8 ACRES Cx,6rak SM". Wit, C",d 70rrr [42Mi i214I 8I1-331 t +.� .,• MZ Z OI,LA R S r1e1rLLJI rap i 3rezalle Rakcyi0 Ca•wpy Su�.Y_ Abahetit No s51 Hortr AmYus Dakn !gM 12C 111 p�arahuift-7ogars.eorn Bale: February 5, 2024 �' 16 G N Ra&.d Canpmry Svrey, Ab*ad No. 1%5 1 a c.N P.*oec company Swvey bdrod ND.1996 HZ PROJECT NO.: R303061.56 0 150 300 600 $430 L5J t'errag. S;Me 15M Men Or H. Wgbw &vm Absm No. 2740 oAW 7e%RS 75240-2675 DATE: Febtuary 5, 2024 SCALE: V = 300' 214.871,1,11 • gym PARKER COUNTY, TEXAS SHEET 10 OF 10 c.wve �u +•PL.e o,�YM n,aF.xxc ,o1F-x •.9B»• RaOY affi xeworF IIL IY bYR sel� FN':rR}N naa sm-n.r xHO` rYb i>trrOY_ AIiY u mr.ar IRx3r a31 w'nr:s »�< � 7rrn eAs ,rlx eJR19VN x[p O :14++A ale3- -NP wYa•Y. ta]a Q IYir»' .Rb ,AY LrY1if aM tl 111[xrY IILwI ,i ♦fn'mlra ,F c« wrl,-r YIa curt xsw.vl .«,Ir c1' wuv mvr ,aa[ xRwrxx am ev prlrY rear >•ar eFrawex '<n a, w rY,eraw nEz Y.rr at»r,rn w.r. <tl rIP11Wi VSf axnr firer 'rer r,�+' raa cx .s•mr W4! IVlf! Rlrx`Sr« 'FISTS ns >nsa Y.rr #w a, smwec Ixear rw rn tlS'!fY w<s mle pn11Yt ]IR m �Tr Rn et Ylr xll'�l'f CF LM en'IA" WI.S w•Se erY'Y�f xle E]e twrOrR vtSr1 vlAR tM GI SrN9 11l111 „R IrrervrSt [ll C:,"I[6 IIRFI •arM Ylrtitl'R It1Y r9a mrer>s' Imw FFsr xawrYe aFs* a oLvloea Yea xea ca o.enr Yea xgrr 6' .YVF' A, F .,•r O Exhibit B Municipal Services Agreement Annexation AX-24-001 Ordinance No. 27613-04-2025 CSC No. 63195 MUNICIPAL SERVICES AGREEMENT BETWEEN THE CITY OF FORT WORTH, TEXAS AND QUAIL VALLEY DEVCO VIA, LLC & QUAIL VALLEY DEVCO VIB, LLC This Municipal Services Agreement ("Agreement") is entered into on 22nd day of April , 2025 by and between the City of Fort Worth, Texas, a home -rule municipality of the State of Texas, ("City") and QUAIL. VALLEY DEVCO VIA, LLC & QUAIL VALLEY DEVCO VIB, LLC ("Owners"). RECITALS The parties agree that the following recitals are true and correct and formm the basis upon which the parties have entered into this Agreement. WHEREAS, Section 43.067I of the LGC permits the City to annex an area if each owner of land in an area requests the annexation; WHEREAS, where the City elects to annex such an area, the City is required to enter into a written agreement with the property owner(s) that sets forth the City services to be provided for the Property on or after the effective date of annexation (the "Effective Date"); WHEREAS, Owner owns certain parcels of land situated in PARKER County, Texas, which consists of approximately 138.8 acres of land in the City's extraterritorial jurisdiction, such property being more particularly described and set forth in Exhibit "A" attached and incorporated herein by reference ("Property"); WHEREAS, Owner has filed a written request with the City for full -purpose annexation of the Property, identified as Annexation Case No. AX-24-001 ("Annexation Case"); WHEREAS, City and Owner desire to set out the City services to be provided for the Property on or after the effective date of annexation; WHEREAS, the Annexation Case and execution of this Agreement are subject to approval by the Fort Worth City Council; and NOW THEREFORE, in exchange for the mutual covenants, conditions and promises contained herein, City and Owner agree as follows: 1. PROPERTY. This Agreement is only applicable to the Property, which is the subject of the Annexation Case. 2. INTENT. it is the intent of the City that this Agreement provide for the delivery of full, available municipal services to the Property in accordance with state law, which may be accomplished through any means permitted by law. For purposes of this Agreement, "full OFFICIAL RECORD CITY SECRETARY Owner -Initiated Annexation Service Agreement FT. WORTH, TX 1 of 19 municipal services" means all services provided by the City within its full -purpose boundaries, including water and wastewater services and excluding gas or electrical service. 3. MUNICIPAL SERVICES. a. Commencing on the Effective Date, the City will provide the municipal services set forth below. As used in this Agreement, "providing services" includes having services provided by any method or means by which the City may extend municipal services to any other area of the City, including the City's infrastructure extension policies and developer or property ,owner participation in accordance with applicable city ordinances, rules, regulations, and policies. i. Fire — The City's Fire Department will provide emergency and fire protection services comparable with the provision of services available in other parts of the municipality with topography, land use and population density similar to the level of service contemplated or projected in the area. ii. Police — The City's Police Department will provide protection and law enforcement services. iii. Emergency Medical Services — The City's Fire Department and MedStar (or other entity engaged by the City after the Effective Date) will provide emergency medical services. iv. Planning and Zoning — The City's Development Services Department will provide comprehensive planning, land development, land use, and building review and inspection services in accordance with all applicable laws, rules, and regulations. v. Parks and Recreational Facilities — Residents of the Property will be permitted to utilize all existing publicly -owned parks and recreational facilities and all such facilities acquired or constructed after the Effective Date (including community service facilities, libraries, swimming pools, etc.), throughout the City. Any private parks, facilities, and buildings will be unaffected by the annexation; provided, however, that the City will provide for maintenance and operation of the same upon acceptance of legal title thereto by the City and appropriations &refor. In the event the City acquires any other parks, facilities, or buildings necessary for City services within the Property, the appropriate City department will provide maintenance and operations of the same. vi. Other Publicly Owned Buildings — Residents of the Property will be permitted to use all other publicly owned buildings and facilities where the public is granted access. vii. Stormwater Utility Services — The Property will be included in the City's Stormwater Utility service area and will be assessed a monthly fee based on the amount of impervious surface. The fees will cover the direct and indirect costs of stormwater management services. viii. Roads and Streets (including Street lighting) — The City's Transportation and Public Works Department will maintain the public streets and streetlights over which the City has jurisdiction. The City will provide regulatory signage services in accordance with the City policies and procedures and applicable Iaws. ix. Water and Wastewater to Existing Structures — Occupied structures that are owner-Initiatcd Annexation service Agreement 2 of 19 using water -well and on -site sewer facilities on the Effective Date may continue to use the same. If a property owner desires to connect an existing structure to the City water and sewer system, then the owner may request a connection and receive up to 200 linear feet of water and sewer extension at the City's cost for each occupied lot or tract in accordance with the City's "Policy for the Installation of Community Facilities" and applicable law. Once connected to the City's water and sanitary sewer mains, the water and sanitary sewage service will be provided by the City at rates established by City ordinances for such service. x. Solid Waste Services — The City will provide solid waste collection services in accordance with existing City ordinances and policies, except where prohibited by law. A Code Compliance — The City's Code Department will provide education, enforcement, and abatement relating to code violations within the Property. xii. Full Municipal Services -- Commencing on the Effective Date, the City will provide to the Property all services provided by the City within its full -purpose boundaries and not otherwise listed above, except as provided in Section 3(b). b. The City will provide water service and wastewater treatment service to developments established after the Effective Date in accordance with, and on the schedule determined by, the City's extension policies and applicable Iaw and at rates established by City ordinances for such services. c. It is understood and agreed that the City is not required to provide a service that is not included in this Agreement. d. Owner understands and acknowledges that the City departments listed above may change names or be re -organized by the City Manager. Any reference to a specific department also includes any subsequent City department that will provide the same or similar services. 4. SERVICE LEVEL. The City will provide the Property with a level of services, infrastructure, and infrastructure maintenance that is comparable to the level of services, infrastructure, and infrastructure maintenance available in other parts of the City with topography, Iand use, and population density similar to those reasonably contemplated or projected for the Property. 5. AUTHORITY. City and Owner represent that they have full power, authority and legal right to execute, deliver and perform their obligations pursuant to this Agreement. Owner acknowledges that approval of the Annexation Case is within the sole jurisdiction of the City Council. Nothing in this Agreement guarantees favorable decisions by the City Council. 6. SEVERABILITY. If any part, term, or provision of this Agreement is held by the courts to be illegal, invalid, or otherwise unenforceable, such illegality, invalidity, or unenforceability will not affect the validity of any other part, term or provision, and the rights of the parties will be construed as if the part, term, or provision was never part of the Agreement. 7. INTERPRETATION. The parties to this Agreement covenant and agree that in any litigation relating to this Agreement, the terms and conditions of the Agreement will be interpreted Owner -initiated Annexation Service Agreement 3 of 19 according to the laws of the State of Texas. The parties acknowledge that they are of equal bargaining power and that each of them was represented by legal counsel in the negotiation and drafting of this Agreement. 8. GOVERNING LAW AND VENUE. Venue shall be in the state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division and construed in conformity with the provisions of Texas Local Government Code Chapter 43. 9. NO WAIVER. The failure of either party to insist upon the performance of any term or provision of this Agreement or to exercise any right granted hereunder shall not constitute a waiver of that parry's right to insist upon appropriate performance or to assert any such right on any future occasion. 10. GOVERNMENTAL POWERS. It is understood that by execution of this Agreement, the City does not waive or surrender any of its governmental powers or immunities. 11. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original and constitute one and the same instrument. 12. CAPTIONS. The captions to the various clauses of this Agreement are for informational purposes only and shall not alter the substance of the terms and conditions of this Agreement. 13. AGREEMENT BINDS AND BENEFITS SUCCESSORS AND RUNS WITH THE LAND. This Agreement is binding on and inures to the benefit of the parties, their successors, and assigns. The term of this Agreement constitutes covenants running with the Iand comprising the Property, is binding on the Owner and the City, and is enforceable by any current or future owner of any portion of the Property. 14. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement between the parties and supersedes all prior oral and written agreements between said parties. This Agreement shall not be amended unless executed in writing by both parties. Executed as of the day and year first above written to be effective on the effective date of annexation of the Property. Owner -initiated Annexation Service Agreement 4 or 19 CITY OF FORT W TH By: Name: Jesica McEachern Assistant City Manager Approved as to Form and Legality: By:_�n�� Name: Melinda Ramos Deputy City Attorney Approvals: M&C: By: 25-0318 Ordinance No. By: 27613-04-2025 By: Name: Derek R. Hull Contract Manager �q nnnnIl A fq�r Qap By. Name: Jannette Goodall V aaaga�p� 64,E City Secretary OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Owner -initiated Annexation Senice Agreement 5 of 19 State of Texas § County of Tarrant § . This instrument was acknowledged. before me on the 29th day of April , 2025 , by Jesica McEachern , Assistant Ci , Manager of the City of Fort Worth, a Texas municipal corporation, on behalf of said corporation. By. �a�w Notary Public, State of Texas Y TIFFANY BACON Notary Public +' * STATE OF TEXAS " Noiary I.D.128261860 '�oF� Camm. Exa. Jan. 20.2027 Owner -Initiated Annexation Service Agreement 6 of 19 QUAIL VALLEY DEVCO VIA, LLC By. Name: Seth Carpenter Title: Vice President State of Texas § County of Dallas § This instrument was acknowledged before me on the VT' day of 20a-ta, by Seth Carpenter, Vice President on behalf of Quail Valley Devco VIA, LLC. By Ypti�vr� �,a CONNIE RENA SATTERWHITE Notary Public State of[� j s=Notary Public, State of Texas ' -� gSpl*'Ft Comm. Expires 11-20-2027 Notary ID 10365712 Owner -Initiated Annexation Service Agreement 7 of 19 QUAIL VALLEY DEVCO VI B, LLC By: Name: Seth Carpenter Title: Vice President State of Texas § County of Dallas § This instrument was acknowledged before me on the L day of , 20cL, by Seth Carpenter, Vice President on behalf of Quail Valley Devco VIB, LLC. By, L 4, CONNIE RENA SATTERWHITE Notary Public, State of Texas Notary Public, State of q . Comm, Expires t 1-2D 2027 ''e:£�in� oF ` Y Notat ID 10365712 r Owner-Initiated Annexation Service Agreement 8 of 19 WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY LAND DESCRIPTION: BEING a 138.8 acre tract of land situated in the Houston Tap & Brazoria Railroad Company Survey, Abstract No. 654, the I & G.N. Railroad Company Survey, Abstract No. 1995, the I & G.N. Railroad Company Survey, Abstract No. 1996 and the Heirs of C.H. Higbee Survey, Abstract No. 2740 and being a portion of that certain tract of land described by Special Warranty Deed to Walsh Ranches Limited Partnership, recorded in Volume 1699, Page-1765 of the Deed Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows: COMMENCING at a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the most southeasterly corner of Lot 5-X, Block 74 of the Final Plat of Walsh Ranch - Quail Valley Residential, an addition to the City of Fort Worth as recorded in Cabinet F, Slide 455 of the Plat Records, Parker County, Texas (P.R.P.C.T.); THENCE, along the southerly line of said Lot 5-X the following: South 60 degrees 24 minutes 04 seconds West a distance of 213.44 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 29 degrees 35 minutes 56 seconds East a distance of 86.41 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 86 degrees 15 minutes 18 seconds West a distance of 97.49 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars"; North 64 degrees 00 minutes 23 seconds West a distance of 121.75 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING; THENCE, over and across said Walsh Ranches Limited Partnership tract the following: South 14 degrees 02 minutes 32 seconds East a distance of 331.31 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 10 degrees 03 minutes 12 seconds, a radius of 2,090.00 feet, and subtended by a 366.25 foot chord which bears'North 86 degrees 26 minutes 04 seconds East; Along said curve to the right an arc distance of 366.72 feet to a point for corner; South 01 degrees 27 minutes 41 seconds West a distance of 288.59 feet to a point for corner; South 17 degrees 12 minutes 10 seconds East a distance of 168.09 feet to at the beginning of a non -tangent curve to the left having a central angle of 04 degrees 41 minutes 33 seconds, a radius of 890.00 feet, and subtended by a 72.87 foot chord which bears South 70 degrees 27 minutes 03 seconds West; Along said curve to the left an arc distance of 72.89 feet to a point for corner; Page I of 10 C:\Users\pillar\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\55N327LO\WR PA6-Annex 8ndy LGL.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY South 21 degrees 53 minutes 43 seconds East a distance of 60.00 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 07 degrees 13 minutes 11 seconds, a radius of 1,815.00 feet, and subtended by a 228.55 foot chord which bears South 33 degrees 57 minutes 02 seconds East; Along said curve to the left an arc distance of 228.70 feet to a point for corner; North 50 degrees 09 minutes 24 seconds East a distance of 47.12 feet to a point for corner; South 39 degrees 20 minutes 07 seconds East a distance of 204.95 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 39 minutes 53 seconds, a radius of 2,520.00 feet, and subtended by a 29.24 foot chord which bears South 50 degrees 19 minutes 57 seconds West; Along said curve to the left an arc distance of 29.24 feet to a point for corner at the beginning of a compound' curve to the left having a central angle of 21 degrees 15 minutes 53 seconds, a radius of 520.00 feet, and subtended by a 191.89 foot chord which bears South 39 degrees 22 minutes 03 seconds West; Along said curve to the left an arc distance of 192.99 feet to a point for corner; South 16 degrees 17 minutes 44 seconds East a distance of 21.51 feet to a point for corner; South 60 degrees 30 minutes 00 seconds East a distance of 14.82 feet to a point for corner; South 29 degrees 30 minutes 00 seconds West a distance of 52.00. feet to a point for corner; North 60 degrees 30 minutes 00 seconds West a distance of 10.00 feet to a point for corner; South 69 degrees 59 minutes 59 seconds West a distance of 19.48 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 20 degrees 25 minutes 23 seconds, a radius of 520.00 feet, and subtended by a 184.37 foot chord which bears South 09 degrees 27 minutes 41 seconds West; Along said curve to the left an arc distance of 185.35 feet to a point for corner; South 00 degrees 45 minutes 00 seconds East a distance of 108.84 feet to a point for corner; South 46 degrees 15 minutes 00 seconds East a distance of 21.03 feet to a point for corner; North 88 degrees 15 minutes 00 seconds East a distance of 10.00 feet to a point for comer; Page 2 of 10 C:\Users\pillar\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\55N327LO\WR PA6-Annex Bndy LGL.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY South 01 degrees 45 minutes 00 seconds East a distance of 52.00 feet to a point for comer; South 88 degrees 15 minutes 00 seconds West a distance of 11.03 feet to a point for corner; South 44 degrees 23 minutes 58 seconds West a distance of 21.63 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 11 degrees 02 minutes 01 seconds, a radius of 1,030.00 feet, and subtended by a 198.04 foot chord which bears South 06 degrees 28 minutes 59 seconds West; Along said curve to the right an arc distance of 198.35 feet to a point for corner; South 12 degrees 00 minutes 00 seconds West a distance of 51.28 feet to a point for corner; South 35 degrees 30 minutes 00 seconds East a distance of 20.27 feet to a point for corner; South 83 degrees 00 minutes 00 seconds East a distance of 10.00 feet to a point for corner; South 07 degrees 00 minutes 00 seconds West a distance of 52.00 feet to a point for corner; North 83 degrees 00 minutes 00 seconds West a distance of 14.55 feet to a point for corner; South 54 degrees 30 minutes 00 seconds West a distance of 22.12 feet to a point for corner; South 12 degrees 00 minutes 00 seconds West a distance of 89.77 feet to a point for corner at the beginning of a curve to the left having a central angle of 14 degrees 20 minutes 35 seconds, a radius of 495.00 feet, and subtended by a 123.59 foot chord which bears South 04 degrees 49 minutes 43 seconds West; Along said curve to the left an arc distance of 123.91 feet to a point for corner; South 47 degrees 36 minutes 20 seconds East a distance of 21.44 feet to a point for corner; North 88 degrees 00 minutes 00 seconds East a distance of 14.64 feet to a point for corner; South 02 degrees 00 minutes 00 seconds East a distance of 52.00 feet to a point for corner; South 88 degrees 00 minutes 00 seconds West a distance of 10.00 feet to a point for corner; Page 3 of 10 C-\Users\pillar\AppData\Local\Microsoft\Windows\lNetCache\Content.Outlook\55N327LO\WR PA6-Annex Bndy LGL.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY South 38 degrees 30 minutes 12 seconds West a distance of 19.48 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 08 minutes 19 seconds, a radius of 495.00 feet, and subtended by a 1.20 foot chord which bears South 11 degrees 55 minutes 50 seconds East; Along said curve to the left an arc distance of 1.20 feet to a point for corner; South 12 degrees 00 minutes 00 seconds East a distance of 101.04 feet to a point for corner at the beginning of a curve to the right having a central angle of 08 degrees 11 minutes 16 seconds, a radius of 830.00 feet, and subtended by a 118.51 foot chord which bears South 07 degrees 54 minutes 22 seconds East; Along said curve to the right an arc distance -of 118.61 feet to a point for corner; South 49 degrees 20 minutes 13 seconds East a distance of 20.82 feet to a point for corner at the beginning of a non -tangent curve to 'the left having a central angle of 00 degrees 14 minutes 45 seconds, a radius of 2,331.00 feet, and subtended by a 10.00 foot chord which bears North 84 degrees 18 minutes 49 seconds East; Along said curve to the left an arc distance of 10.00 feet to a point for corner; South 05 degrees 48 minutes 34 seconds East a distance of 52.00 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 00 degrees 20 minutes 46 seconds, a radius of 2,383.00 feet, and subtended by a 14.39 foot chord which bears South 84 degrees 21 minutes 49 seconds West; Along said curve to the right an arc distance of 14.39 feet to a point for corner; South 43 degrees 01 minutes 44 seconds West a distance of 22.40 feet to a point for comer at the beginning of a non -tangent curve to the right having a central angle of 02 degrees 08 minutes 29 seconds, a radius of 830.00 feet, and subtended by a 31.02 foot chord which bears South 02 degrees 55 minutes 45 seconds West; Along said curve to the right an arc distance of 31.02 feet to a point for comer; South 04 degrees 00 minutes 00 seconds West a distance of 1.28.59 feet to a point for corner at the beginning of a curve to the left having a central angle of 03 degrees 49 minutes 26 seconds, a radius of 970.00 feet, and subtended by a 64.73 foot chord which bears South 02 degrees 05 minutes 17 seconds West; Along said curve to the left an arc distance of 64.74 feet to a point for corner; South 47 degrees 22 minutes 40 seconds East a distance of 20.42 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 13 minutes 03 seconds, a radius of 2,635.00 feet, and subtended by a 10.00 foot chord which bears North 85 degrees 14 minutes 22 seconds East; Along said curve to the left an arc distance of 10.00 feet to a point for corner; Page 4 of 10 C.\Users\pillar\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\55N327LO\WR PA6-Annex Bndy LG L.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY South 04 degrees 52 minutes 10 seconds East a distance of 52.00 feet to a point for corner at the beginning of a non4angent curve to the right having a central angle of 00 degrees 15 minutes 51 seconds, a radius of 2,687.00 feet, and subtended by a 12.38 foot chord which bears South 85 degrees 15 minutes 46 seconds West; Along said curve to the right an arc distance of 12.38 feet to a point for corner; South 40 degrees 57 minutes 16 seconds West a distance of 21.36 feet to a point for corner; South 03 degrees 38 minutes 45 seconds East a distance of 233.01 feet to a point for corner; South 48 degrees 59 minutes 10 seconds East a distance of 14.06 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 11 minutes 40 seconds, a radius of 2,945.00 feet, and subtended by a 10.00 foot chord which bears North 85 degrees 28 minutes 44 seconds East; Along said curve to the left an arc distance of 10.00 feet to a point for corner; South 04 degrees 37 minutes 07 seconds East a distance of 110.00 feet to a point for comer at the beginning of a non -tangent curve to the right having a central angle of 02 degrees 37 minutes 07 seconds, a radius of 3,055.00 feet, and subtended by a 139.61 foot chord which bears South 86 degrees 41 minutes 27 seconds West; Along said curve to the right an arc distance of 139.62 feet to a point for corner; South 88 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 24 degrees 45 minutes 00 seconds, a radius of 3,555.00 feet, and subtended by a 1,523.74 foot chord which bears North 79 degrees 37 minutes 30 seconds West; Along said curve to the right an arc distance of 1,536.65 feet to a point for corner; North 67 degrees 15 minutes 00 seconds West a distance of 230.00 feet to a point for corner at the beginning of a curve to the left having a central angle of 01 degrees 08 minutes 43 seconds, a radius of 4,345.00 feet, and subtended by a 86.86 foot chord which bears North 67 degrees 49 minutes 22 seconds West; Along said curve to the left an arc distance of 86.86 feet to a point for corner; North 21 degrees 36 minutes 17 seconds East a distance of 110.00 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 06 minutes 05 seconds, a radius of 4,455.00 feet, and subtended by a 7.89 foot chord which bears North 68 degrees 26 minutes 46 seconds West; Along said curve to the left an arc distance of 7.89 feet to a point for corner; North 24 degrees 01 minutes 38 seconds West a distance of 14.26 feet to a point for corner; Page 5 of 10 C:\Users\pillar\AppData\Local\Microsoft\Windows\[NetCache\Content.Outlook\55N327LO\WR PAG-Annex Bndy LGL.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY North 20 degrees 30 minutes 00 seconds East a distance of 85.36 feet to a point for corner at the beginning of a curve to the left having a central angle of 02 degrees 24 minutes 49 seconds, a radius of 491.00 feet, and subtended by a 20.68 foot chord which bears North 19 degrees 17 minutes 35 seconds East; Along said curve to the left an arc distance of 20.68 feet to a point for comer; North 64 degrees 27 minutes 07 seconds East a distance of 13.65 feet to a point for corner; North 15 degrees 58 minutes 58 seconds East a distance of 16.07 feet to a point for corner; North 27 degrees 04 minutes 43 seconds West a distance of 14.97 feet to a point for comer at the beginning of a non -tangent curve to the left having a central angle of 09 degrees 40 minutes 54 seconds, a radius of 491.00 feet, and subtended by a 82.87 foot chord which bears North 09 degrees 02 minutes 10 seconds East; Along said curve to the left an arc distance of 82.97 feet to a point for corner at the beginning of a reverse curve to the right having a central angle of 01 degrees 27 minutes 51 seconds, a radius of 429.00 feet, and subtended by a 10.96 foot chord which bears North 04 degrees 55 minutes 39 seconds East; Along said curve to the right an arc distance of 10.96 feet to a point for comer; North 58 degrees 52 minutes 48 seconds East a distance of 18.38 feet to a point for corner at the beginning of a non -tangent curve to the right having a central angle of 00 degrees 01 minutes 20 seconds, a radius of 4,713.00 feet, and subtended by a 1.84 foot chord which bears South 68 degrees 47 minutes 57 seconds East; Along said curve to the right an arc distance of 1.84 feet to a point for corner; North 21 degrees 12 minutes 43 seconds East a distance of 52.00 feet to a point for comer at the beginning of a non -tangent curve to the left having a central angle of 00 degrees 07 minutes 57 seconds, a radius of 4,765.00 feet, and subtended by a 11.02 foot chord which bears North 68 degrees 51 minutes 16 seconds West; Along said curve to the left an arc distance of 11.02 feet to a point for corner; North 26 degrees 38 minutes 50 seconds West a distance of 22.17 feet to a point for corner; North 69 degrees 30 minutes 00 seconds West a distance of 63.87 feet to a point for corner; Page 6 of 10 C;\Users\pillar\AppData\Local\Microsoft\Windows\lNetCache\Content.outlook\55N327Lo\WR PA6-Annex Bndy LG L.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY South 67 degrees 38 minutes 50 seconds West a distance of 22.17 feet to a point for corner at the beginning of a non -tangent curve to the left having a central angle of 01 degrees 14 minutes 55 seconds, a radius of 4,765.00 feet, and subtended by a 103.84 foot chord which bears North 70 degrees 42 minutes 13 seconds West; Along said curve to the left an arc distance of 103.84 feet to a point for corner; North 20 degrees 30 minutes 00 seconds East a distance of 192.50 feet to a point for corner; North 07 degrees 33 minutes 35 seconds East a distance of 48.77 feet to a point for comer; North 09 degrees 53 minutes 20 seconds East a distance of 122.78 feet to a point for corner; North 01 degrees 35 minutes 32 seconds East a distance of 47.57 feet to a point for corner; North 06 degrees 42 minutes 16 seconds West a distance of 122.78 feet to a point for corner'; North 07 degrees 11 minutes 34 seconds West a distance of 61.35 feet to a point for corner; North 19 degrees 25 minutes 15 seconds West a distance of 59.65 feet to a point for corner; North 19 degrees 30 minutes 00 seconds West a distance of 210.00 feet to a point for corner; North 22 degrees 12 minutes 36 seconds West a distance of 74.19 feet to a point for corner the beginning of a non -tangent curve to the right having a central angle of 02 degrees 42 minutes 36 seconds, a radius of 1,174.00 feet, and subtended by a 55.52 foot chord which bears North 69 degrees 08 minutes 42 seconds East; Along said curve to the right an arc distance of 55.53 feet to a 518 inch iron rod set with plastic cap stamped "Huitt Zollars'; North 70 degrees 30 minutes 00 seconds East a distance of 54.00 feet to a point for corner; South 64 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for corner; North 70 degrees 30 minutes 00 seconds East a distance of 62.00 feet to a point for corner; North 25 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for corner; Page 7 of 10 C:\Users\pi[lar\AppData\Local\Microsoft\Windows\]NetCache\Content.Outlook\55N327LO\WR PA6-Annex Bndy LGL.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY North 19 degrees 30 minutes 00 seconds West a distance of 52.00 feet to a point for corner; North 64 degrees 30 minutes 00 seconds West a distance of 21.21 feet to a point for corner; North 19 degrees 30 minutes 00 seconds West a distance of 49.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 09 degrees 30 minutes 00 seconds, a radius of 969.00 feet, and subtended by a 160.48 foot chord which bears North 14 degrees 45 minutes 00 seconds West; Along said curve to the right an arc distance of 160.67 feet to a point for corner; North 10 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 10 degrees 00 minutes 00 seconds, a radius of 859.00 feet, and subtended by a 149.73 foot chord which bears North 05 degrees 00 minutes 00 seconds West; Along said curve to the right an arc distance of 149.92 feet to a point for corner; North a distance of 408.39 feet to a point for corner at the beginning of a curve to the left having a central angle of 08 degrees 47 minutes 31 seconds, a radius of 231.00 feet, and subtended by a 35.41 foot chord which bears North 04 degrees 23 minutes 45 seconds West; Along said curve to the right -left an arc distance of 35.45 feet to a point for corner on the southerly line of the aforementioned Lot 5-X; THENCE, along the southerly line of said Lot 5-X the following: North 86 degrees 01 minutes 03 seconds East a distance of 509.34 feet to a point for corner; North 37 degrees 51 minutes 46 seconds East a distance of 546.41 feet to a point for comer; North 74 degrees 35 minutes 27 seconds East a distance of 615.28 feet to a point for comer; South 67 degrees 17 minutes 53 seconds East a distance of 117.08 feet to a point for corner; South 14 degrees 02 minutes 32 seconds East a distance of 31.12 feet to the POINT OF BEGINNING, and containing 6,044,461 Square feet or 138.8 acres of land, more or less. Page 8 of 10 C:\Users\piliar\AppData\Local\Microsoft\Windows\lNetCache\Content.Outlook\55N327LO\WR PA6-Annex Bndy LGL.docx WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6 ANNEXATION BOUNDARY Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum 1983 (2011). All distances are surface values and can be converted to grid values by dividing by the combined scale factor of 1 00015539999. For Huitt-Zollars, Inc. Mitchell's. Pillar, Registered Professional Land Surveyor Texas Registration No. 5491 Huitt-Zollars, Inc. Firm Registration No. 10025600 5430 L.B.J. Freeway, Suite 1500 Dallas, Texas 75240 Date: February 5, 2024 Page 9 of 10 C:\Users\pMar\Documents\WR PA6-Annex Bndy LGL.docx 9COLE 02103+2024 t0:35AM H:1PR03R303061.56 - WR • PA6 TO 56510 CARD & ENT10.1 At1TOCADSSHEETSI,PREUMINARY PLAT R3€13D6156_C-ANNEX BOUNDARY PA6.DWCa ,'**ImLe CUWE MLTA Aa 5 M-ExDm aUAl Lm C1 O50'c , rxo q fa&Z ,467Etfi 3Ed 17 C5 a:4'4'�f Dic.a3 ill•" s7D7�11rA no 1E15a, MW 61319 * M71 Mm 291, SM-lViV 2121 v5 vr-rV- MM 'r.bp SA'YY+ b f" Ce Ox i•YI!' MW -E42' EDrT -e' " cT mram-- .DY.n7 1gsu SD61RWA tAE,2s' CA L14'DDS!' MX '23N sw#,r1, 123.5', l CMM'ff 4A.a„ !.2C sll`yw[ IM [•r s:D'raAs M;,W 101W na4'Wol 1410 01a XC1' MW I'm 554'd^4 1f3e L:1f v",,w imet ]ter swwtr,, rx c1. mow Ifte U.77 TZIPM VP C!s I MTKr ]USIA 1000 wl"4 7! 'a4 ('a cwtssr m7a r2.10' SDs"96-h '2.0' C�a car-rra aasm •.11a W,-M4.F '1.1 C:E LCYD1nr Il 5zc' C'• t44'lsan Dss .x M231f h'YSi3Vrt !'x55i' CDY Vtir-1 'A.4x low M.?. 9uv Mai e7'. O.G'DW4' +<YeAP 7Ea wa-ze.4v 7z' C2,t MMW 411 Wnw w7i'm! 20M eta Dar4D5r 4$[�' IP.dt' N69VfTr.. 829T C1 DDT]751- 42RL4 'om vx.'25WT 'IN C2b DD3nTa7 C COr9iir'11f1 hmS,,Vw C21 I'•GyY I a1Y xaxrCA arAry SSS7 M'$`JS'f1T Mo C7B %R'i+CVT 18dRd xlriSNYI 18CST CA Dt^].'M1ID' d59L0 '% T N"WR 1 U u• dxan'• fr.en 3cr' xar7aesw �sYc' 2 WALLA RM CH - a.--CARF �a11 P C.' rwm 55'M.sN%iFPrEP wan spa V0. laff.Pel1D5 oar C.I. v im Pa_27 DRti t. aW4+R0'U*UWM PAmNDpS4B ,fll •ow Pa W DPPC3 tic¢ t2w" M. W DASCI Fer HuM-ZRlfars, Inc. - 44 Mitcilell5. Ftiflar (j.�• P� L} `` ' ! LEGEND Registered Professional Land Surveyor s� Texas Registration No. 5491 M1'fC •• S:1L'...:• 4iiZF 5,@'lttOn P=FOUNDW1T "T1C CAP srnWenw+ulnzoL ARs • Huilt-Zoffars, Inc. ............................ i»� li491 TBPELS Firm Registration No. 10025600 5430 L8l Freeway, Suite 1500 9,.� ;U+�E 551`ar� s r •, ! f)afka5,Texas 7524© rj"�"••....r,C N u u �7rT A•7 1 # ( ,, vlz- HZ ZOLLARS lia)@7,-�„ �liar@huitt-zollars.com Date. February 5, 2024 ^- �• 0 150 300 600 5430 E 6J Freeway, Suite 15N Dabs, Texas 75240-2675 214,871.3311 SCALE: 1" = 300' wwW.nuili-zo�a.com ie N-VL Ga i � fga POW OF "J 9EGd2NRfG -ry 6LUN+-f Ev DE'Ka v---c 3MD232100 OPRPL' (c0.^CR'1 cl LL PO4it of -awi vxLcr omm I LL_ - ,11 DJG117J1CT:11 fa.f pvnyGr. f'FACI 21 �SYlfS';•D'E Den^ 'SIGYDTJ9 _ _ 1 C OUkL SWLE DF„IXII Ltf. LS arxsafu2nvl G o.Pxrcr , 1�6FGT 31 J - :aRE. Dl. •ea H l H � L M 0 Lid ,__... 18 I L18!t L24 Ii' L73 C13 CITY OF FORT WORTH ANNEXATION 138-8 ACRES HOuslon Tap & Brazona Raftad Company Survey, Abst-ad No 654 1 E G.N. Raemad CDmpaay S.mey Abstract Na_ 1995 1 S G.N. RaMmad Company Survey. abstract Na. 1996 Keh A C.H. Higbee Survey, Abstract No. 2740 PARKER COUNTY, TEXAS BASIS OF BEARING: Bearings are based on the Texas State Plane CDoidmate Systom, North Cot" ZOne {4421 Nodh Amencan Dah,m t983 f20111 HZ PROJECT NO.: R303061.56 DATE: February 5, 2024 SHEET 10 OF 14 City of Fort Worth, Texas Mayor and Council Communication DATE: 04/22125 M&C FILE NUMBER: M&C 25-0318 LOG NAME: 06AX-24-001 WALSH RANCH PA6, OWNER -INITIATED SUBJECT (Future CD 3) Conduct Public Hearing, Authorize Execution of Municipal Services Agreement and Consider Adopting Ordinance for the Proposed Owner-Initlated Annexation of Approximately 138.8 Acres of Land in Parker County Known as Walsh Ranch PA6, Located within the Walsh Ranch Limited Purpose Annexation, North of Interstate Highway 20, South of Old Weatherford Road and West of Walsh Ranch Parkway in the Far West Planning Sector, AX-24-001 (PUBLIC HEARING - a. Report of City Staff. Derek Hull; b. Public Comment; c. Council Action: Close Public Hearing and Act on M&C) RECOMMENDATION: It is recommended that the City Council: 1. Conduct public hearing for the proposed owner -initiated annexation of approximately 138.8 acres of land in Parker County located within the Walsh Ranch Limited Purpose Annexation, north of Interstate Highway 20. south of Old Weatherford Road and west of Walsh Ranch Parkway, as shown on Exhibit A; 2. Authorize execution of Municipal Services Agreement between the City and property owners, Quail Valley DEVCO, VIA, LLC and Quail Valley bEVCO VIB, LLC; and 3. Adopt ordinance annexing AX-24-001 for full purposes. DISCUSSION: On February 6, 2024, representatives for the property owner, Quail Valley DEVCO, VIA, LLC and Quail Valley DEVCO VIB, LLC, submitted a request for full -purpose annexation of the property shown on Exhibit A into the City of Fort Worth. The subject property is located entirely in that portion of the City's extraterritorial jurisdiction which is in Parker County. The site is located within the Walsh Ranch Limited Purpose Annexation (AX-13-002), north of Interstate Highway 20 and south of Old Weatherford Road and west of Walsh Ranch Parkway. The owner -initiated annexation, which is approximately 138.8 acres, is consistent with the urban development annexation criteria as established by the City's Annexation Policy. The subject area is currently agricultural land and the property owner's proposal of residential type development is consistent with the future land use map of the 2023 Comprehensive Plan. The related Limited -Purpose annexation case (AX-13-002) was approved by City Council on May 14, 2013. On June 21, 2016 City Council approved ZC-16-115, to be zoned as "PD/LDR" for single family uses in "A-43" thru "R-2" as listed in exhibit A, with a maximum of 14,785 dwelling units is permitted in districts 1, 4, 11 & 12 in accordance with Ordinance#13896, as amended, or the Walsh Ranch Standards CC# 28585. AX-24-001 is also related to Concept Plan case CP-17-005 (on file as of November 20, 2017) and Preliminary Plat case PP-24-007 (submitted on February 5, 2024). The Concept Plan and Preliminary Plat were approved by the City Plan Commission. According to the Walsh Ranch development agreement (City Secretary Contract No. 28585), the Owner shall submit preliminary subdivision plats and requests for full -purpose annexation pursuant to the procedure for development of the property. Subchapter C-3 of Chapter 43 of the Texas Local Government Code (LGC) provides for the process of annexation of an area upon a request of an owner of land. Section 43.0672 of the LGC requires a municipality that elects to annex an area upon the request of an owner first negotiate and enter into a written agreement with the owners of land in the area for the provision of municipal services. The agreement must include: 1. A list of each service the municipality will provide on the effective date of the annexation; and 2. A schedule that includes the period within which the municipality will provide each service that is not provided on the effective date of the annexation. The municipal services agreement includes these provisions In accordance with state law. Emergency services, including Police and Fire will be provided by the City. Emergency medical services will be provided by the Fire Department and MedStar. The site proposed for annexation is located fully within the City of Fort Worth's Certificate of Convenience and Necessity.(CCN) which grants the City exclusive rights to provide retail water and/or sewer utility service. The site is also within the 20-Year Planned Service area as identified in the 2023 Comprehensive Plan. The proposed uses were considered while assessing the financial impact to the General Fund. A Fiscal Impact Analysis was prepared by the Fort Worth Lab Planning Division with the assistance of other City Departments. Annual impacts on the General Fund are expected to be negative following annexation, within the first five years based on the information provided by City departments and the developer. The overall development will continue to produce revenue after year ten, suf icient to cover currently forecast expenditures over the span of forty years. Staff has determined that the City is able to provide municipal services upon annexation in accordance with State law, without negatively impacting service provision within the City. Annexation for full -purposes of Walsh Ranch PA6 (AX-24-001) is thus consistent with the City's annexation policy. Staff recommends approval of the requested owner -initiated annexation, AX-24-001. The City Council will conduct a public hearing on the proposed annexation. The public hearing is an opportunity for persons interested in the annexation to be heard. Once the City Council has conducted the required public hearing, Council may close the hearing and vote on annexing AX- 24-001 for full purposes. Upon annexation, this property will become part of COUNCIL DISTRICT 3. FISCAL INFORMATION 1 CERTIFICATION; The Director of Finance certifies that based upon approval of the above recommendations and adoption of the attached ordinance, the annexation will have a long-term positive impact to the General Fund. Submitted for City Manager's Office bk Jesica McEachem 5804 Originating Business Unit -Head D.J. Harrell 8032 Additional Information Contact: Derek Hull ' 2412 Leo Valencia 2497 Expedited